摘要
对桥梁阻尼器参数确定方法的相关文献进行了回顾,指出现有常用参数分析法费时费力;而简化分析法存在仅适用于结构保持在弹性阶段、无法考虑罕遇地震下支座摩擦及墩柱轻度损伤等复杂情况的弊端。以非线性静力分析获得的能力曲线为基础,利用性能点、目标点求解时获得的关键参数,结合等效弹性单自由度体系附加非线性粘滞阻尼器的参数确定公式,提出了考虑支座摩擦和墩柱损伤的桥用阻尼器参数确定方法。将该方法应用于某三跨连续梁桥抗震加固分析,验证了该方法的实用性及准确性。指出了该方法具有的优势及使用时需注意的问题。本文方法可用于中小跨径桥梁抗震加固时液体粘滞阻尼器的参数确定。
By reviewing parameter determination methods for fluid viscous damper （FVD） applied in structural engineering, the defect of time consuming when using parameter analysis method, and the defect of not considering the bearing friction and other nonlinearity when using normal simplified method were pointed out. A new parameter determinations method which can easily and quickly consider the above effects was proposed. It can be expressed as follows： based on the pushover curve given by nonlinear static analysis, getting the key parameters when calculating performance point and target point, then substituting them into the structural dynamic formula of elastic SDF system with non -linear fluid viscous dampers, the approprite parameter of the viscous damper can be achieved. Taking a seismic retrofitting example of a three-span continuous girder bridge using FVD, the accuracy and practicality of the parameter determination method given in the paper was validated. The advantages and some problems which should be noticed when using this method were given. The parameter determination method can be used in similar seismic retrofit design of medium and small-span bridges when FVD were used.
出处
《振动与冲击》
EI
CSCD
北大核心
2013年第6期127-131,共5页
Journal of Vibration and Shock
基金
建设部研究开发项目(2010-k3-47)
北京市优秀人才项目(070900601)
北京市教委科技计划面上项目(KM201310016007)
关键词
支座摩擦
墩柱损伤
粘滞阻尼器
参数确定
bearing friction
pier damage
fluid viscous damper
parameter determination
